Reasons for instability of buckle scaffolding
The buckle scaffold is a commonly used multifunctional scaffold in the construction industry. The overall structure consists of plates, crosses, crossbars, bolts, hanging scaffold boards, connecting rods, etc. Due to the fact that the connection method is on the circular plate of the upright pole, it is called a buckle type scaffold. The buckle type scaffold can be used as both an external scaffold for construction and a floor slab, as well as beam formwork support and mobile scaffolding in actual use. Multi functional, it is a very practical scaffold. Stable construction is one of the important contents of drum scaffolding. This is a prerequisite for ensuring the normal work of construction personnel. Throughout the industry, unstable construction accounts for a large proportion of the causes of high-altitude falling accidents, so stable construction of buckle type scaffolding is very important. Let's briefly introduce some reasons that cause instability in buckle type scaffolding.
The main reason for the instability of buckle type scaffolding is due to structural defects, insufficient stiffness of connecting walls, unstable stress mode, mixing of different types of materials, incorrect stability calculation, and failure to conduct inspections after construction is completed. According to the problem, it can be divided into overall structural instability or local instability, and further subdivided into in-plane instability and out of plane instability. Any unstable reason can cause the scaffold to malfunction, so the construction of the scaffold needs to be carried out step by step according to the prescribed procedures. Once problems are discovered, they should be promptly resolved and their stability checked after construction to ensure that the scaffolding does not have any issues during use.
